Structural Engineering and Mechanics

  • 제58권2호
  • /
  • Pages.259-276
  • /
  • 2016
  • /
  • 1225-4568(pISSN)
  • /
  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic performance and optimal design of framed underground structures with lead-rubber bearings

  • Chen, Zhi-Yi (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University) ;
  • Zhao, Hu (Department of Geotechnical Engineering, Tongji University) ;
  • Lou, Meng-Lin (State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University)
  • 투고 : 2015.08.18
  • 심사 : 2016.01.15
  • 발행 : 2016.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Lead-rubber bearings (LRBs) have been used worldwide in seismic design of buildings and bridges owing to their stable mechanical properties and good isolation effect. We have investigated the effectiveness of LRBs in framed underground structures on controlling structural seismic responses. Nonlinear dynamic time history analyses were carried out on the well-documented Daikai Station, which collapsed during the 1995 Hyogoken-Nanbu earthquake. Influences of strength ratio (ratio of yield strength of LRBs to yield strength of central column) and shear modulus of rubber on structural seismic responses were studied. As a displacement-based passive energy dissipation device, LRBs reduce dynamic internal forces of framed underground structures and improve their seismic performance. An optimal range of strength ratios was proposed for the case presented. Within this range, LRBs can dissipate maximum input earthquake energy. The maximum shear and moment of the central column can achieve more than 50% reduction, whereas the maximum shear displacement of LRBs is acceptable.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

  1. An, X.H., Shawky, A.A. and Maekawa, K. (1997), "The collapse mechanism of a subway station during the Great Hanshin Earthquake", Cement Concrete Compos., 19(3), 241-257. https://doi.org/10.1016/S0958-9465(97)00014-0
  2. Asher, J.W., Hoskere, S.N., Ewing, R.D., Mayes, R.L., Button, M.R. and Van Volkinburg, D.R. (1997), "Performance of seismically isolated structures in the 1994 Northridge and 1995 Kobe earthquakes", Proceedings of Structures Congress XV, Portland, USA, April.
  3. Bhuiyan, A.R., Razzaq, M.K., Okui, Y., Mitamura, H. and Imai, T. (2009), "A simplified rheology model of natural and lead rubber bearings for seismic analysis", Proceedings of the 64th JSCE Annual Conference, Fukuoka, Japan, September.
  4. Cao, B.Z., Luo, Q.F., Ma, S. and Liu, J.B. (2002), "Seismic response analysis of Daikai subway station in Hyogoken-Nanbu earthquake", Earthq. Eng. Eng. Vib., 22(4), 102-107. (in Chinese)
  5. Chopra, A.K. (2007), Dynamics of Structures: Theory and Applications to Earthquake Engineering, 3rd Edition, Pearson Prentice Hall, New Jersey, USA.
  6. Das, B.M. (2008), Advanced Soil Mechanics, CRC Press, Florida, USA.
  7. Hashash, Y.M.A., Hook, J.J., Schmidt, B. and Yao, J.I.C (2001), "Seismic design and analysis of underground structures", Tunnel. Underg. Space Tech., 16(4), 247-293. https://doi.org/10.1016/S0886-7798(01)00051-7
  8. Hu, J.W. (2015), "Response of seismically isolated steel frame buildings with sustainable lead-rubber bearing (LRB) isolator devices subjected to near-fault (NF) ground motions", Sustainab., 7(1), 111-137.
  9. Huo, H., Bobet, A., Fernandez, G. and Ramirez, J. (2005), "Load transfer mechanisms between underground structure and surrounding ground: evaluation of the failure of the Daikai Station", J. Geotech. Geoenviron. Eng., 131(12), 1522-1533. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:12(1522)
  10. Hwang, J.S. and Chiou, J.M. (1996), "An equivalent linear model of lead-rubber seismic isolation bearings", Eng. Struct., 18(7), 528-536. https://doi.org/10.1016/0141-0296(95)00132-8
  11. Iida, H., Hiroto, T., Yoshida, N. and Iwafuji, M. (1996), "Damage to Daikai subway station", Soil. Found., Special Issue, 283-300.
  12. Islam, A.B.M.S., Hussain, R.R., Jumaat, M.Z. and Rahman, M.A. (2013), "Nonlinear dynamically automated excursions for rubber-steel bearing isolation in multi-storey construction", Auto. Constr., 30, 265-275. https://doi.org/10.1016/j.autcon.2012.11.010
  13. Jangid, R.S. (2007), "Optimum lead-rubber isolation bearings for near-fault motions", Eng. Struct., 29(10), 2503-2513. https://doi.org/10.1016/j.engstruct.2006.12.010
  14. Jangid, R.S. (2010), "Stochastic response of building frames isolated by lead-rubber bearings", Struct. Control Health Monit., 17(1), 1-22. https://doi.org/10.1002/stc.266
  15. JGS-4001-2004 (2006), Principles for Foundation Designs Grounded on a Performance-based Design Concept, Japan.
  16. Kelly, T.E., Robinson, W.H. and Skinner, R.I. (2006), Seismic Isolation for Designers and Structural Engineers, Robinson Seismic Ltd, Wellington, New Zealand.
  17. Li, Y., Li, Z.L. and Xu, J. (2013), "Study on optimization of bearing parameters for large-scale LRB-based isolated storage tank", World Earthq. Eng., 29(1), 131-138. (in Chinese)
  18. Matsagar, V.A. and Jangid, R.S. (2004), "Influence of isolator characteristics on the response of base-isolated structures", Eng. Struct., 26(12), 1735-1749. https://doi.org/10.1016/j.engstruct.2004.06.011
  19. Mkrtychev, O.V., Dzhinchvelashvili, G.A. and Bunov, A.A. (2014), "Study of lead rubber bearings operation with varying height buildings at earthquake", Procedia Eng., 91, 48-53. https://doi.org/10.1016/j.proeng.2014.12.010
  20. Naeim, F. and Kelly, J.M. (1999), Design of Seismic Isolated Structures: from Theory to Practice, John Wiley and Sons, New York, NY, USA.
  21. Nagarajaiah, S. and Sun, X.H. (2000), "Response of base-isolated USC hospital building in Northridge earthquake", J. Struct. Eng., 126(10), 1177-1186. https://doi.org/10.1061/(ASCE)0733-9445(2000)126:10(1177)
  22. Park, J.G. and Otsuka, H. (1999), "Optimal yield level of bilinear seismic isolation devices", Earthq. Eng. Struct. Dyn., 28(9), 941-955. https://doi.org/10.1002/(SICI)1096-9845(199909)28:9<941::AID-EQE848>3.0.CO;2-5
  23. Parra-Montesinos, G.J., Bobet, A. and Ramirez, J.A. (2006), "Evaluation of soil-structure interaction and structural collapse in Daikai subway station during Kobe earthquake", ACI Struct. J., 103(1), 113-122.
  24. Providakis, C.P. (2008), "Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations", Eng. Struct., 30(5), 1187-1198. https://doi.org/10.1016/j.engstruct.2007.07.020
  25. Ryan, K.L., Kelly, J.M. and Chopra, A.K. (2005), "Nonlinear model for lead-rubber bearings including axial-load effects", J. Eng. Mech., 131(12), 1270-1278. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:12(1270)
  26. Soong, T.T. and Spencer, B.F. (2002), "Supplemental energy dissipation: state-of-the-art and state-of-thepractice", Eng. Struct., 24(3), 243-259. https://doi.org/10.1016/S0141-0296(01)00092-X
  27. Yamato, T., Umehara, T., Aoki, H., Nakamura, S., Ezaki, J. and Suetomi, I. (1996), "Damage to Daikai subway station of Kobe rapid transit system and estimation of its reason during the 1995 Hyogoken-Nanbu earthquake", Proceedings of JSCE, 537, 303-320. (in Japanese)
  28. Zordan, T., Liu, T., Briseghella, B. and Zhang, Q.L. (2014), "Improved equivalent viscous damping model for base-isolated structures with lead rubber bearing", Eng. Struct., 75, 340-352. https://doi.org/10.1016/j.engstruct.2014.05.044

피인용 문헌

  1. Design approach of high damping rubber bearing for seismic isolation vol.20, pp.3, 2016, https://doi.org/10.12989/sss.2017.20.3.303
  2. Seismic response variation of multistory base-isolated buildings applying lead rubber bearings vol.21, pp.5, 2016, https://doi.org/10.12989/cac.2018.21.5.495
  3. Deformation and failure mechanism exploration of surrounding rock in huge underground cavern vol.72, pp.2, 2016, https://doi.org/10.12989/sem.2019.72.2.275
  4. Investigation of rotation and shear behaviours of complex steel spherical hinged bearings subject to axial tensile load vol.73, pp.2, 2020, https://doi.org/10.12989/sem.2020.73.2.123
  5. Seismic Control Strategy of a Multi-Story Subway Station Based on Probability Density Evolution Method vol.17, pp.5, 2016, https://doi.org/10.1142/s0219876219400140
  6. A Novel Negative Stiffness Amplification System Based Isolation Method for the Vibration Control of Underground Structures vol.10, pp.16, 2016, https://doi.org/10.3390/app10165421
  7. Seismic Reduction Effectiveness of Friction Pendulum Bearings in Underground Station Structures vol.18, pp.3, 2021, https://doi.org/10.1142/s021987622041008x
  8. Sensitivity analysis to determine seismic retrofitting column location in reinforced concrete buildings vol.78, pp.1, 2021, https://doi.org/10.12989/sem.2021.78.1.077
  9. Research on Seismic Reduction and Isolation Measures for Urban Underground Station Structure vol.15, pp.3, 2016, https://doi.org/10.1142/s1793431121500123
  10. A resilient column with angular friction damper for seismic performance upgrading of underground structures vol.116, pp.None, 2016, https://doi.org/10.1016/j.tust.2021.104085
  11. Novel seismic design solution for underground structures. Case study of a 2-story 3-bay subway station vol.153, pp.None, 2016, https://doi.org/10.1016/j.soildyn.2021.107087
  12. Upgrading seismic performance of underground frame structures based on potential failure modes vol.153, pp.None, 2022, https://doi.org/10.1016/j.soildyn.2021.107116